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HomeMy WebLinkAboutFile Documents.511 Spruce St.0018-2024-BROF (10) ICC EVALUATION Most Widely Accepted and Trusted EVALUATION SERVICE InC°P8natioaw,tn In 1=1 RESEARCH LABS ICC-ES Evaluation Report ESR-1389 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 01/2019 This report is subject to renewal 01/2020. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 31 13—ASPHALT SHINGLES REPORT HOLDER: CERTAINTEED CORPORATION EVALUATION SUBJECT: CERTAINTEED ASPHALT SHINGLES ICC ICC ICC PMG LISTED RIM "2014 Recipient of Prestigious Western States Seismic Policy CouncilIL ■�■ (WSSPC)Award in Excellence" A Subsidiary of CODE"'�_ ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. ANSI There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this ACCREDITED I50/IEC 17065 report, or as to any product covered by the report. Product Cerbf;canoe Body #1000 Copyright© 2019 ICC Evaluation Service, LLC. All rights reserved. ESICC EVALUATION SERVICE ,. Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1389 Reissued January 2019 This report is subject to renewal January 2020. www.icc-es.orci I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE with asphalt on both sides, and surfaced with mineral PROTECTION roofing granules on the weather side and a mineral release Section: 07 31 13—Asphalt Shingles agent on the back side. REPORT HOLDER: 3.3 Laminated Shingles: Laminated shingles, including two-layer laminated, three- CERTAINTEED CORPORATION layer laminated and tri-laminate laminated shingles, are composed of multiple thicknesses of coated and surfaced EVALUATION SUBJECT: fiberglass mat, cut and bonded together in different patterns. The weather side is surfaced with mineral roofing CERTAINTEED ASPHALT SHINGLES granules, and the back side is surfaced with a mineral release agent. 1.0 EVALUATION SCOPE 3.4 Accessory Shingles: Compliance with the following codes: 3.4.1 Hip and Ridge Shingles: Hip and ridge shingles • 2018, 2015, 2012 and 2009 International Building are factory-made shingles to be used for covering hips and Code®(IBC) ridges. The hip and ridge shingles are composed of the • 2018, 2015, 2012 and 2009 International Residential same materials as the roof shingles. Some of the hip and Code®(IRC) ridge shingles have perforations that extend from the top of the cut-out to the top of the shingle, which facilitate the • 2013 Abu Dhabi International Building Code(ADIBC)t tearing of the shingle into three or four equal pieces. tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced Others are manufactured as single hip and ridge units. in this report are the same sections in the ADIBC. 3.4.2 Starter Strip Shingles: Starter Strip shingles are Properties evaluated: factory-made shingles to be used as the starter course • Weather resistance (under the first course of roof shingles). The Starter Strip shingles are composed of the same materials as the roof • Fire classification shingles. The shingles are supplied in 7-inch-by-36-inch- long■ Wind resistance (178 by 914 mm); 10-inch-by-36-inch-long (254 by 914 mm); or 7-inch-by-393/8-inch-long (178 by 1000 mm) 2.0 USES strips. As an alternative to factory-made starter strips, The CertainTeed asphalt shingles described in this report starter strips can be formed by removing the lower tab comply with ASTM D3462 and are Class A roof coverings Presidensntial of the efa and made shinglesgShake except hinfor the when installed as described in this report. Presidential Shake and Presidential TL shingles. For Presidential Shake and Presidential Shake TL 3.0 DESCRIPTION shingles, the Presidential Starter shingles consist of one 3.1 General: 131/4-inch-wide-by-40-inch-long (337 mm by 1016 mm) base shingle and one 11 /4-inch-wide-by-40-inch-long CertainTeed asphalt shingles are available as three-tab, (286 mm by 1016 mm)base shingle. four-tab, no cut-out and laminated asphalt shingle roof 3.5 Fasteners: covering materials. See Table 1 and Figure 1 for recognized product names, shingle types, manufacturing Fasteners must comply with ASTM F1667 and must locations, overall dimensions, installed weights, maximum be minimum No. 12 gage [0.105-inch-diameter (2.67 mm) exposure to the weather, and fastening details. The shank], 3/8-inch-diameter-head (9.5 mm), galvanized steel, shingles are self-sealing by means of adhesive strips stainless steel, aluminum or copper roofing nails. located on either the weather side or the underside. See Fasteners must be of sufficient length to penetrate into the Figure 1 for adhesive strip location for field shingles and sheathing 3/4 inch (19.1 mm), or through the sheathing, Starter Strip shingles. whichever is less. 3.2 Three-tab, Four-tab and No Cut-out Shingles: 3.6 Underlayment: Three-tab, four-tab and no cut-out shingles are composed Under the 2018, 2015, 2012, and 2009 IBC, the roof of a single layer of fiberglass mat, impregnated and coated underlayment must be in accordance with Section ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed awe, as an endorsement of the subject of the report or a recommendation.for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as Palk to any finding or other matter in this report,or as to any product covered by the report. arunuai Copyright©2019 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 11 ESR-1389 I Most Widely Accepted and Trusted Page 2 of 11 1507.2.3. Under the 2018 and 2015 IRC, the roof Methods of fastening for roof slopes of 2:12 (16.7%) to underlayment must be in accordance with Section 21:12 (175%) and for roof slopes greater than 21:12 R905.1.1 and Table R905.1.1(1). Under the 2012 and (175%) are as shown in Figure 1 for the standard and 2009 IRC, the roof underlayment must be in accordance high-wind applications. For slopes greater than 21:12 with Section R905.2.3. The roof underlayment must (175%), the shingles must also be hand-sealed as comply with ASTM D226 Type I or Type II, ASTM D4869 described in Section 4.1.2.4. Type I or Type II, ASTM D6757 or ASTM D1970. As an 4.1.2.3 High Wind Fastening: Shingles must be fastened alternative, a roof underlayment recognized in a current with four or five No. 12 gage roofing nails, described in ICC-ES evaluation report as a roof underlayment or a Section 3.6, as shown in Figure 1, when the shingles are nonasphaltic fiberglass-based roof underlayment may be installed under the following conditions: used, provided it is recognized as being intended for use with Class A asphalt shingles. In areas where there has 4.1.2.3.1 2018, 2015 and 2012 IBC: When the roof is been a history of ice forming along the eaves causing a installed in applications where the ultimate design wind backup of water, ice dam protection in accordance with speed, Vuit, is 140 mph (224 km/hr)or greater. 2018 IBC Section 1507.2.8.1 (2015, 2012 and 2009 IBC 4.1.2.3.2 2009 IBC: When the roof is installed in Section1507.2.8.2 or 2018 and 2015 IRC Section R905.2.7 applications where the basic wind speed is 110 mph [2012 and 2009 IRC Section R905.2.7.1]) must be (177 km/h)or greater. provided. 4.1.2.3.3 2018 and 2015 IRC: When the roof is installed 3.7 Asphalt Cement: in applications where the ultimate design wind speed, V it, Asphalt roofing cement must comply with ASTM D4586, is 140 mph (224 km/hr)or greater. Type I, Class I, or Type II, Class I. 4.1.2.3.4 2012 and 2009: When the roof is installed in 4.0 INSTALLATION areas where the basic wind speed is 110 mph (177 km/h) or greater. 4.1 New Construction: 4.1.2.4 Shingle Sealing: In colder climates or wind 4.1.1 General: When installed on new construction in regions where it is questionable whether the factory- accordance with this section, the shingles are a Class A applied adhesive will activate and seal the shingles, the roof covering. The shingles must be installed in shingles must be hand-sealed to the satisfaction of the accordance with IBC Section 1507.2 or IRC Section code official. Hand-sealing must consist of applying a R905.2, except as noted in this report. The roof deck must minimum of four 1-inch-diameter (25.4 mm) spots of be code-complying, minimum /8-inch-thick (9.5 mm) asphalt roofing cement to the unexposed surface of the exterior-grade plywood; 7/16-inch-thick (11.1 mm) oriented underlying course of shingles, equally spaced across each strand board (OSB); or nominally 1-inch-by-6-inch lumber shingle. For three tab and four tab shingles, one spot of installed as solid sheathing conforming to 2018 and 2015 asphalt roofing cement must be placed under each corner IBC Section 2304.8.2 and 2308.7.10 [2012 and 2009 IBC of each tab (two spots per tab); the tab must then be Sections 2304.7.2 or 2308.10.8]. Minimum roof slope must pressed into the cement. For laminated shingles, four be 2:12 (16.7%). The maximum roof slope must be as equally spaced spots of asphalt roofing cement must be stated in Section 4.1.2 of this report. Installation placed under the exposed portion of the shingle; the instructions are included as part of the identification label shingle must then be pressed into the cement. attached to each bundle of shingles. (See Section 7.0.) 4.1.2.5 Hip and Ridge Shingles: Hip and ridge shingles Underlayment must be as described in Section 3.6 of this must be placed evenly over hips and ridges (or over report, and applied in accordance with 2018 IBC Table shingle-over ridge vents), and fastened to the roof deck 1507.1.1(2) [2015, 2012 and 2009 IBC Section 1507.2.8] with two fasteners, located on either side of the shingle, or 2018 and 2015 IRC Section R905.1.1, Tables along the nail line. R905.1.1(2) and R905.1.1(3) and Section R905.2.3, or 4.1.3 Valley Construction and other Flashing: For 2012 and 2009 IRC Section R905.2.7, as applicable. open valleys, corrosion-resistant metal valley flashing must 4.1.2 Application: be centered and placed vertically in the valley over the 4.1.2.1 Eave Edges of the Roof: smooth-surfaced roll roofing, or specialty underlayment. Corrosion-resistant metal valley flashing must be as 4.1.2.1.1 Roof Slopes of 2:12 to 21:12 (16.7%to 175%): follows: Starter Strip shingles must be attached to the eave edges • with four or five fasteners, equally spaced along the nail 2018, 2015, 2012 and 2009 IBC: A minimum of line as shown in Figure 1. The Starter Strip shingles must 24 inches (610 mm) wide, complying with 2018 IBC overhang the eave and rake edges by 1/2 to 3/4 inch (12.7 Table 1507.2.8.2 [2015, 2012 and 2009 IBC Table to 19.1 mm). 1507.2.9.2]. 4.1.2.1.2 Roof Slopes Greater than 21:12 (175%): ' IRC:A minimum of 24 inches (610 mm)wide, complying Starter Strip shingles must be attached to the eave edges with IRC Table R905.2.8.2. with four or five fasteners, equally spaced along the nail Other flashing must be in accordance with IBC Section line as shown in Figure 1. The Starter Strip shingles must 1503.2 and 2018 IBC Section 1507.2.8 [2015, 2012 and overhang the eave and rake edges by 1/2 to 3/4 inch (12.7 2009 IBC Section 1507.2.9] or IRC Sections R903.2 and to 19.1 mm). R905.2.8, as applicable. 4.1.2.2 Field of the Roof: The first course of field 4.2 Installation—Reroofing: shingles must be installed over the starter course. Each When installed over existing or Class A or Class C asphalt course of shingles must be offset from the preceding shingle roofs in accordance with this section (Section 4.2), course as specified in Table 1. Fastening details, including the shingle products are recognized as Class A roof number and location of fasteners, and maximum exposure coverings. The existing wood or asphalt shingle roof to the weather, are described in Table 1 and Figure 1. covering must be inspected in accordance with provisions ESR-1389 I Most Widely Accepted and Trusted Page 3 of 11 and limitations of 2018 and 2015 IBC 1511 [2012, 2009 alternatives to what is specified in, those codes listed in and 2006 IBC Section 1510] or 2018 and 2015 IRC Section 1.0 of this report, subject to the following Section R908 [2012, 2009 and 2006 IRC Section R907], as conditions: applicable. Prior to the reroofing, hip and ridge covering 5.1 The shingles must be manufactured, identified, and must be removed. Except as noted in this section, the installed in accordance with the applicable codes,this shingles must be installed in accordance with Section 4.1 report, and the manufacturer's published installation of this report. Fasteners must be of sufficient length to instructions. If there is a conflict between the penetrate 3/4 inch (19.1 mm) into the sheathing, or through manufacturer's published installation instructions and the sheathing, whichever is less. Valley flashing and other this report,this report governs. flashings must comply with Section 4.1.3 of this report and the following, as applicable: 5.2 The products are manufactured in Avery, Ohio (AV); • IBC: 2018 and 2015 IBC Sections 1511.5 and 1511.E Ennis, Texas (EN); Fremont, California (FR); [2012 and 2009 IBC Section 1510.5 and 1510.6]. Norwood, Massachusetts (NW); Oxford, North Carolina (OX); Peachtree City, Georgia (PT); • IRC: 2018 and 2015 IRC Section R908.5 and R908.6 Portland, Oregon (PO); Shakopee, Minnesota (SH); [2012 and 2009 IRC Section R907.5 and R907.6]. Shreveport, Louisiana (SP); Jonesburg, Missouri (JB) The following asphalt shingles may be installed over and Wilmington, California(WI). existing wood shingle roofs provided all of the conditions 6.0 EVIDENCE SUBMITTED specified above are met: 6.1 Data in accordance with ASTM D3462. Grand Manor, Carriage House, Presidential Shake TL, Presidential Shake, Presidential Shake IR, Presidential 6.2 Reports of wind resistance testing in accordance with Solaris, Presidential TL Solaris Landmark TL, Landmark ASTM D3161 and ASTM D7158. Premium, Landmark Solaris, Landmark Pro, Landmark Pro 6.3 Quality documentation. Solaris, Landmark Solaris Gold/Platinum, Landmark Pro 7.0 IDENTIFICATION Architect 80, Landmark, Landmark IR, XT-30, XT-30 IR, XT-25, CT-20, Independence, Hatteras, Highland Slate, 7.1 Each bundle of shingles bears a label with the name Highland Slate IR, NorthGate, Patriot, Shangle Ridge, and address of the CertainTeed Corporation Cedar Crest IR, Mountain Ridge, Arcadia Shake, Belmont, manufacturing plant; the product brand name; the Belmont IR and Shadow Ridge. Class A roof classification;the installation instructions; 4.3 Wind Resistance: and the evaluation report number (ESR-1389). Additionally, in accordance with ASTM D3462, each CertainTeed asphalt field shingles have been tested in bundle of shingles is marked with the area of the roof accordance with ASTM D7158 and are classified as Class surface covered and the style, type and color of the H. CertainTeed asphalt hip and ridge shingles have been product. tested in accordance with ASTM D3161 and are classified 7.2 The report holder's contact information is the as Class F. They qualify for use in locations as shown in following: 2018 and 2015 IBC Table 1504.1.1 [2012 and 2009 IBC Table 1507.2.7.1 (1)] and 2018 and 2015 IRC Table CERTAINTEED CORPORATION R905.2.4.1 [2012 and 2009 IRC Table R905.2.4.1 (1)]. 20 MOORES ROAD Installation must be in accordance with 2018 IBC Section MALVERN, PENNSYLVANIA 19355 1507.2.6 [2015, 2012 and 2009 IBC Section 1507.2.7] or (610)893-6096 IRC Section R905.2.6, as applicable. www.certainteed.com 5.0 CONDITIONS OF USE The CertainTeed Asphalt Shingle Roof Covering Systems described in this report comply with, or are suitable ESR-1389 I Most Widely Accepted and Trusted Page 4 of 11 TABLE 1—PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS MAXIMUM LOCATION OF PLANT DIMENSIONS EXPOSURE NAIL"LINE" PRODUCTS SHINGLE TYPE PLANT LOCATION DESIGNATION (width x height) TO THE (distance above (inches) WEATHER shingle butt) (inches) (inches) SHINGLES(See Note 1) (See Note 2) Grand Manor 3-Layer Laminated Oxford,NC OX 36 x 18 8 85/8 Carriage House 2-Layer Laminated Oxford,NC OX 36 x 18 8 85/8 Presidential Shake TL Tri-Laminate Fremont,CA; FR 40 x 141/4 4 9 Shakopee,MN SH Presidential TL Solaris Tri-Laminate Fremont,CA FR 40 x 141/4 4 9 Presidential Shake Laminated Fremont,CA; FR 40 x 141/4 I 4 9 Shakopee,MN SH Presidential IR Laminated Impact Shakopee,MN SH 40 x 141/4 4 9 Resistant Presidential Solaris Laminated Fremont,CA FR 40 x 141/4 4 9 Fremont,CA; FR s Landmark TL Tri-Laminate Oxford,NC OX 40 x 131/4 5/8 61/16 Avery,OH; AV, Norwood,MA; NW, Oxford,NC; OX, Landmark Premium Laminated(Metric) Peachtree City,GA; PT, 383/4 x 131/4 55/8 61/8 Portland,OR; PO, Shakopee,MN; SH, Shreveport,LA; SP, Wilmington,CA WI Peachtree,GA; Landmark Solaris Laminated(Metric) Portland,OR; PT,PO,WI 383/4 x 131/4 55/8 61/8 Wilmington,CA Landmark Solaris Laminated(Metric) Portland,OR PO 383/4 x 131/4 55/8 61/8 Gold/Platinum Landmark Solaris IR Laminated(Metric) Peachtree,GA PT 383/4 x 131/4 55/8 61/8 Impact Resistant Avery,OH; AV, Jonesburg,MO; JB, Norwood,MA; NW, Oxford,NC; OX, Landmark Pro Laminated(Metric) Peachtree City,GA; PT, 383/4 x 131/4 55/8 61/8 Portland,OR; PO, Shakopee,MN; SH, Shreveport,LA; SP, Wilmington,CA WI Landmark Pro Solaris Laminated(Metric) Wilmington,CA WI 383/4 x 131/4 55/8 61/8 Landmark IR Laminated(Metric) Shreveport,LA SP 383/4 x 131/4 55/8 61/8 Impact Resistant Avery,OH; AV, Ennis,Texas; EN, Jonesburg,MO; JB Norwood,MA; NW, Oxford,NC; OX, Landmark Laminated(Metric) Peachtree City,GA; PT, 383/4 x 131/4 55/8 61/8 Portland,OR; PO, Shakopee,MN; SH, Shreveport,LA; SP, Wilmington,CA; WI, XT-30 3-Tab(Metric) Portland,OR PO 393/8 x 131/4 55/8 61/8 Avery,OH; AV, XT-30 3-Tab(Standard) Norwood,MA; NW, 36 x 12 5 55/8 Oxford,NC; OX, Shakopee,MN; SH XT-30 IR 3-Tab(Standard)Impact Shreveport,LA SP 36 x 12 5 55/8 Resistant XT-25 3-Tab(Metric) Avery,OH AV 393/8 x 131/4 55/8 61/8 Portland,OR PO Avery,OH; AV, Norwood,MA; NW, XT-25 3-Tab(Standard) Oxford,NC; OX, 36 x 12 5 55/8 Shakopee,MN; SH, Shreveport,LA SP CT-20 3-Tab(Metric) Portland,OR PO 393/8 x 131/4 55/8 61/8 ESR-1389 I Most Widely Accepted and Trusted Page 5 of 11 TABLE 1—PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS(Continued) MAXIMUM LOCATION OF PLANT DIMENSIONS EXPOSURE NAIL"LINE" PRODUCTS SHINGLE TYPE PLANT LOCATION DESIGNATION (width x height) TO THE (distance above (inches) WEATHER shingle butt) (inches) (inches) CT-20 3-Tab(Standard) Oxford,NC; OX,SP 36 x 12 5 55/8 Shreveport,LA Landmark Pro Laminated(Metric) Portland,OR PO 383/4 x 131/4 55/8 61/8 Architect 80 Avery,OH; AV, Independence 3-Tab Laminated Oxford,NC; OX, 36 x 12 5 55/8 (Standard) Shakopee,MN SH Hatteras 4-Tab Oxford,NC OX 36 x 18 8 93/8 Highland Slate 4-Tab Oxford,NC OX 36 x 18 8 93/8 Highland Slate IR 4-Tab Impact Resistant Oxford,NC OX 36 x 18 8 93/8 Avery,OH, AV, Patriot No Cut-out Norwood,MA, NW 393/8x 131/4 55/8 61/8 Portland,OR PO NorthGate Laminated Portland,OR; PO, 393/4x 131/4 55/8 61/8 (Metric) Shakopee,MN SH Arcadia Shake 4-Layer Laminated Fremont,CA FR 37'/x 19''/ 8% 9 Belmont 4-Tab Laminated Oxford,NC OX 36 x 18 8 85/8 Belmont IR 4-Tab Laminated Oxford,NC OX 36 x 18 8 85/8 Impact Resistant ACCESSORY PRODUCTS (See Note 1) Shangle Ridge Hip and Ridge Oxford,NC OX 12 x 18 8 85/8 Cedar Crest Hip and Ridge Oxford,NC OX 12 x 18 8 85/8 Cedar Crest IR Hip and Ridge Impact Oxford,NC OX 12 x 18 8 85/8 Resistant Mountain Ridge Hip and Ridge Fremont,CA FR 8 x 12&10 x 12 8 85/8 Avery,OH; AV, Hip and Ridge Norwood,MA; NW, 8 Shadow Ridge (Standard) Oxford,NC; OX, 12 x 12 5 5/e Shakopee,MN SH Shadow Ridge Hip and Ridge(Metric) Portland,OR PO 9.84 x 131/4 55/8 61/8 Solaris Hip and Ridge Hip and Ridge Portland,OR PO 9.84 x 131/4 55/8 61/8 Accessory Solaris Accessory Hip and Ridge Portland,OR PO 131/8 x 13'/4 55/8 61/8 Solaris Accessory IR Hip and Ridge Portland,OR PO 131/8 x 13'/4 55/8 61/8 NorthGate Ridge Hip and Ridge Portland,OR PO 97/8 x 131/4 55/8 61/8 NorthGate Accessory Hip and Ridge Shakopee,MN SH 12 x 12 5 55/8 40 x 131/4,bottom Presidential Starter Starter Shingle Fremont,CA FR, layer; 4(top layer) 4(bottom layer) Portland,OR PO 40 x 11'/4,top layer 6(top layer) 40 x 131/4,bottom 4(bottom layer) Presidential Starter IR Starter Shingle Fremont,CA FR layer; 4(top layer) 6(top layer) 40 x 111/4,top layer High Performance Starter Starter Shingle Oxford,NC OX 36 x 10 n/a max 3,or into solid wood Swiftstart Starter Shingle Shakopee,MN SH 383/4 x 7 5/8 n/a max 3,or into solid wood Avery,OH; AV, Universal Starter Starter Shingle Oxford,NC; OX, 36 x 7 n/a max 3,or into Shakopee,MN; SH, solid wood Shreveport,LA SP For SI: 1 inch=25.4 mm;1 lb/100 ft2=0.0488 kg/m2. NOTES: 1.Includes algae-resistant(AR)versions. 2.Nail"Line"-Distance from lowermost lowest edge of shingle to target nail location. 3.Shingle butt location varies up to 1-inch. Dimensions shown for shingle height and nail"line"location are averages. ESR-1389 I Most Widely Accepted and Trusted Page 6 of 11 METRIC THREE TAB SHINGLES METRIC THREE TAB SHINGLES r 39 3/8"(1000 mm) 39 3/8"(1000 mm) L 131/8" 131/8" _ 131/8" 1 r 131/8" _ 131/8" 131/8" (333 mm) (333 mm) (333 mm) (333 mm) (333 mm) (333 mm) I -1"(25 mm) 1"(25 mm}}-� 1"(25 mm) 1"(25 mm yrt_ �������r �� °~13 /4" y 131/4„ (337 mm) i—° 7 (337 mm) 6 /1 8" 6 1/8" (156 mrr) (156 mm , i Standard&high wind nailing pattem-four nails per shingle. j Fort roof slopes greater than 21:12(175%). ` Roofing Cement under shingle tabs. ENGLISH THREE TAB SHINGLES ENGLISH THREE TAB SHINGLES 36"(915 mm) 36"(915 mm) (3055 mm) (3055 mm) (3055 mm) (3055 mm) (3055 mm) (3055 mm) —.- 1"(25 mm) ° 1"(25 mmf 12" � 1"(25 mm) ° 1"(25 mm) f 12" 1—° (305 mm) 1—° (305 mm) 5 5/8" I 5 5/8" (1431 mm) I (11mm`� 0 0 Standard&high wind nailing pattem-four nails per shingle. Roofing Cement under shingl For roof slopes greater than 21:12(175%). METRIC PATRIOT SHINGLES METRIC PATRIOT SHINGLES 39-3/4"(1010 mm) - 39-3/4"(I010mm) - 39-3/8"(1000 mm) - 39-3/8"(1000 mm) - . 13-1/2" 13-1/2" (343 mm) (343 mm) 13-1/8" 13-1/8" 13-1/8" 13-1/8" 13-1/8" 13-1/8" (333 mm) (333 mm) (333 mm) (333 mm) (333 mm) (333 mm) 13-1/4" 13-1/4" • • —1"(25 mm) 1"(25 mm)_ ` I (337 mm) L1"(25 mm) 1"(25 mm)-..1 (337 mm) 0 0 0 Standard&high wind nailing pattem-four nails per shingle. For roof slopes greater than 21:12(175%). Roofing Cement under shingle. INDEPENDENCE SHINGLES INDEPENDENCE SHINGLES 36"(915 mm) 36"(915 mm) 12" 12" 12" F. 12" 12" 12" (305 mm) (305 mm) (305 mm) 305 mm 305 mm 305 mm !�1^ 1- 1" 1"(25 mm) \ 1"z5 mm 25mm12" (25 mm) (25mm)12" ( ) • .55%8^. � � ( () > ° % 111N1 .•. (305 305 mm mm) (143 mm) \I \Ill I Roofing Cement \III�143 mm) Oy \IIII Standard nailing pattern-four nails per shingle. under shingle. For roof slopes greatar than 21:12(175%) &for high wind application.With extra nails in laminated tabs. Sealant on back. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS ESR-1389 I Most Widely Accepted and Trusted Page 7 of 11 PRESIDENTIAL/PRESIDENTIAL TL SHINGLES PRESIDENTIAL/PRESIDENTIAL TL SHINGLES r I► 40"(1016 mm) ►I II- 40"(1016 mm) I ►I I 5 (127mm) 5"(127 mmj _L-� llE 1"(25 mm) Nails evenly spaced/ N:il line. • • 1"(25mm)-1 f 141/4" 1 , E_---1 r--1 1" I —H 141/4" (362 mm) I I I I I 1(25 mmV (362 mm) • Standard&high wind nailing pattern-five nails per shingle. Roofing Cement under shingle. Nine Nail Pattern.For roof slopes greater than 21:12(175%). Overlying shingle must cover extra nails. METRIC LAMINATES-SEALANT BACK/TAPE BACK METRIC LAMINATES-SEALANT BACK/TAPE BACK 38 3/4"(984 mm) 38 3/4"(984 mm) P-12"(305 mm)—t14 3/4(375 mm)--—12"(305 mm)- —12"(305 mm)yt14 3/4"(375 mm)y-.-12"(305 mm)- 1 9/16 Maximum Nailable Area WIDE -- �1"(25 mm) I 1"(25 mm}-� f 13 1/4" 71"(25 mm)A• 1"(25 mm f 13� NAILING 1/4" 1 AREA —Haw ( • (337 mm) • • (3371 mm) 6 1/8" 6 1/8" 7 ' % , 1 156 mm 156 mm / ` Roofing Cement i ailing area for"steep"slopes greater than 21:12(175%) Nailing area for"low and standard"slopes(from 2:12 to 21:12) under shingle. Nail between bottom 2 nail lines(as shown above). Nail between upper&lower nail lines(as shown above). Six Nail Pattern. Standard&high wind nailing pattern-four nails per shingle. Sealant on back. METRIC LAMINATES-SEALANT BACK/TAPE FRONT METRIC LAMINATES-SEALANT BACK/TAPE FRONT 38 3/4"(984 mm) ► 38 3/4"(984 mm) ► —12"(305 mm)y •-14 3/4(375 mm)- -12"(305 mm)-.-- —12"(305 mm)y--•-14 3/4"(375 mm)- —12"(305 mm)-. ////////////.///////"°'-°°T°?°%////////////////% ///////////////////%"°'7.TR°%///////////////// 1 9/16 Maximum Nailable Area wroE1"(25 mm) + 1"(25 mm) f 13 1/4" 71"(25 mm) 1"(25 mm) ►1 f 13 1/4" NAILINGA AREA 1 ( • (337 mm) t •, (337 mm) 6 1/8" 6 1/8" (156 mm) (156 mm) / ,/ j Roofing Cement i ailing area for"steep"slopes greater than 21:12(175%) Nailing area for"low and standard"slopes(from 2:12 to 21:12) under shingle. Nail between bottom 2 nail lines(as shown above). Nail between upper&lower nail lines(as shown above). Six Nail Pattern. Standard&high wind nailing pattern-four nails per shingle. Sealant on back. LANDMARK TL SHINGLES LANDMARK TL SHINGLES 40"(1016 mm) 40"(1016 mm) F 1 3 1/2"(343 mm) 13"(330 mm) 13 1/2"(343 mm; F13 1/2"(343 mm) 13"(330 mm) 13 1/2"(343 mm) f 13 1/4" (337 mm) - 13 1/4" 61/8" 61/8" r % " (337 7) (156 mm)m) (156'm A Roofing Cement t Standard&high wind nailing pattern-four nails per shingle. under shingle. Six Nail Pattern.For roof slopes greater than 21:12(175%). Sealant on back. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued) ESR-1389 I Most Widely Accepted and Trusted Page 8 of 11 CARRIAGE HOUSE SHINGLES CARRIAGE HOUSE SHINGLES 36"(915 mm) 36"(915 mm) _9" 9" 9" 9"_._ 9" 9" 9" 9"_._(230 mm) (230 mm) (230 mm) (230 mm) (230 mm) (230 mm) (230 mm) (230 mm) 1"(25 mm) (251mmj7 1"(25 mm) (251mmf~ I 18" 18" ° ° (457 mm) ( ° • ° (457 mm) 8 5/8 8 5/8 (220 mm),h �•: (220 mm) O `� ,;;,0 b Standard&high wind nailing pattern-five nails per shingle. Roofing Cement under shingle. For roof slopes greater than 21:12(175%). GRAND MANOR SHINGLES GRAND MANOR SHINGLES 36"(915 mm) — — 36"(915 mm) — _9" 0" 9" 9" _9" 9" 9. 9" 230 m (230 mm) 2�mt (230 mm) S mm (230 mm) 2�m (230 mm) 1"(25 mm) / j (251m an f 1"(25 mm) / j (251mmn I" / 8" / 18 —PI/ PI j ° (457 mm) —El/ (457 mm) (220/mm) j (220 mm)1 Standard&high wind nailing perg 9 Cement undernder shi g g pattern-five nails shin le. For roof slopes greater than 21:12(175%). With extra nails in laminated tabs. Sealant on back. HIGHLAND SLATE SHINGLES HIGHLAND SLATE SHINGLES mm) 36" mm) 230 mm 230 m m(915 230 mm 230 mmI F.230 mm 230 mm(915 230 mm 230 mm (25 mm) (25 mm) (25 mm) (25 mm) 18" 18" } • • • (457 mm) ( (457 mm) 9 3/8" 9 3/8" (240 mm) (240 mm) y Roofing Cement under shingle. HATTERAS SHINGLES HATTERAS SHINGLES 36"(915 mm) - - 36"(915 mm) 9" 9. 9" 9. _9" 9" 9" 9" 230 mm 230 mm 230 mm 230 mm 230 mm 230 mm 230 mm 230 mm 1"(25 mm) 1"(25 mm) 8" ( m) 18"m i'0 C (457 m" 1 :TO J` 06'v (457m) 9 3/8" 9 3/8" (240/8" ERME (240 mm) III ME IIIII J— Standard&high wind nailing pattern-five nails per shingle. For roof slopes greater than 21:12(175%). Roofing Cement under shingle. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued) ESR-1389 I Most Widely Accepted and Trusted Page 9 of 11 ARCACIA SHINGLES ARCADIA SHINGLES '4:-:9:3 elm:. 3%1 11(9.3 fern) 107194 1.- j__,_gi j Imo__,_, _ n1 Savert&non wro ro 1ro ps:1Nn-S roes PV s++^0a SaNs:Pa ne!n Frroo!lopes pram Tan:11: 11100'ro Cr-le-N.:roe r sn roe BELMONT SHINGLES BELMONT SHINGLES 36•:9,5 r•rnj 36•.915 r.v,0 Lr 9•J �9 9•] II 3G erti• :30 nrt. •130 or:, c:3G n :7I .3o rrti� :IX^r, •:3o rr,� :3o rrp / t i':a57 r aS7 nr1• . . r'rG . / (=7), 11 / ji ,, o.. //� 0141. A•It 0 Roo!n..Cenen:+roe V1 Oe I I I I I I Roos g C armee Sweet*&rop 1 wee ro'r+0 psner n-rue n Ms ors--pe xaa-e o,a> go. A. ex7e� no Adbaoal cab dreprei a '0t a^+roxa aas FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued) ESR-1389 I Most Widely Accepted and Trusted Page 10 of 11 ENGLISH SHANGLE RIDGE SHINGLES NORTHGATE ACCESSORY&SHADOW RIDGE SHINGLES _ 12" _ (305 mm) 1 _ 12" (305 mm) 1 1" _ _ 1" 1" 1" (25 mm) (25 mm) (25 mm) (25 mm) 1 18" 1 12„ (457mm) 8 5/8" 5 5/8" (305 mm) (219 mm) (143 mm) 1 1 1 1 Nailing pattern all applications-two nails per shingle. Nailing pattern all applications-two nails per shingle. METRIC METRIC NORTHGATE RIDGE, SHADOW RIDGE, SOLARIS ACCESSORY SOLARIS HIP&RIDGE ACCESSORY SHINGLES SHINGLES 9 7/8" 13-1/8" _ (250 mm) (333 mm) 1 1 1" _ 1" 1" 1" _ _ _ _ (25 mm) (25 mm) (25 mm) • (25 mm) 1 13 1/4" 1 13 1/4" 6 1/4" (337 mm) 6 1/4" (337 mm) (159 mm) (159 mm) 1 1 1 1 Nailing pattern all applications-two nails per shingle. Nailing pattern all applications-two nails per shingle. 10" 8" MOUNTAIN RIDGE SHINGLES MOUNTAIN RIDGE SHINGLES 1" _ _ _ 1„ 1 1" 1" 1 (25'm) ter- (25 mm) (25 m'm) —ter (25 mm) 8 5/8" 12" 8 5/8" 12„ (219 mm) (305 mm) (219 mm) (305 mm) 1 1 1 1 10" (254 mm) (203 mm) Nailing pattern all applications-two nails per shingle. Nailing pattern all applications-two nails per shingle. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued) ESR-1389 I Most Widely Accepted and Trusted Page 11 of 11 PRESIDENTIAL/PRESIDENTIAL TL STARTER SHINGLES r 20" I 40" "1 1st Bottom Starter Full Bottom Starter / //, 131" 1st To$Starter 4 114"� 6; / A Standard nailing pattern for all slopes from 2/12(16.7%)up to and exceeding 21/12(175%)&for high wind application. SWIFTSTART SHINGLES 38 3/4" 12" 14 3/4" 12" i r .,..7 ___1 7 5/8" Max.3" J Standard nailing pattern for all slopes from 2/12(16.7%)up to and exceeding 21/12(175%)&for high wind application. UNIVERSAL STARTER SHINGLES 36" T 12" 12" 12" Max.3" Standard nailing pattern for all slopes from 2/12(16.7%)up to and exceeding 21/12(175%)&for high wind application. HIGH-PERFORMANCE STARTER SHINGLES 36" 9, _._ ri• _._ _._i• 1 1." • L1 3/8"(Max.3") 1 Standard nailing pattern for all slopes from 2/12(16.7%)up to and exceeding 21/12(175%)&for high wind application. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued)